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圆柱体岩块变角板试验结果分析

ANALYSIS OF RESULTS OF ANGLE-VARIED PLATE EXPERIMENTS OF CYLINDRICAL ROCK BLOCK

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【作者】 黄英娣

【Author】 Huang Yingdi (Department of Construction Engineering, Guilin Institute of Technology)

【机构】 桂林工学院建设工程系

【摘要】 将圆柱体岩石试件放在一对自制的半圆形钢制卡环内,进行变角板试验,并将其结果与标准正方体试件的试验结果进行比较,发现两种不同形状岩样的内聚力c值及内摩擦角φ值比较接近,且圆柱体试件试验所得剪应力τ与正应力σ之间的相关系数大于096,破坏面理想,破裂体两半基本对称,故圆柱体试件变角板试验结果具有一定的可靠程度。

【Abstract】 Cylindrical rock samples are placed in a couple of semi-circle steel hoop Angle-varied plate experiments are carried Result from it is compared with that from the experiment of standard cubic samples It is found that cohesions c and interal frition angles φ of two sorts of rock samples are closer The relationship coefficient of τ and σ cylinder samples is more than 0 96 Split face is regular Two parts of sample are symmetric Thus, angle-varied plate experiment of cylinder rock samples is reliable

  • 【文献出处】 桂林工学院学报 ,JOURNAL OF GUILIN INSTITUTE OF TECHNOLOGY , 编辑部邮箱 ,1997年02期
  • 【分类号】TU458.3
  • 【被引频次】1
  • 【下载频次】39
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